HomeMy WebLinkAboutConstruction Plansm
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC 4
C6 zCC7
STRUCTURAL DESIGN FILE COPY
ENCLOSED BUILDING
MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT -
BOX EAVE FRAME AND BOW FRAME
14 February 2020
Revision 8
M&A Project No.16062S/16155S/16207S/17155S/17200S/18068S/18156S/18290S/20019S
Prepared for:
Steel Buildings and Structures, Inc.
P.O. Box 1287
Mt. Airy, NC 27030
Prepared by:
Moore and Associates Engineering
and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
401 S. Main St., Suite 200
Digitally signed
Mt. Airy, NC 27030
by Wayne 5
Moore
Date:
2020.02.28
09:32:01-05'00'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING
.``%y�QN G SO�
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. No 57170 '
�9 STATE OF 4&/Z
This Item has been electronically signed and
sealed by Wayne S. Moore, PE
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
No 57170
STATE OF :�41J
EN%% %
11
This Item has been electronically signed and
sealed by Wayne 5. Moore, PE,
using a Digital 5ignature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORE AND ASSOCIATES
11111l Di LT
P.O. sox 1287,
ENGINEERING AND CONSULTING, INC.
MOUNT AIRY, NC 27030
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This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORE AND ASSOCIATES
MAWN IlT- LT
P.O. BOX 1287,
ENGINEERING AND CONSULTING, INC.
comm7rr P➢H
z MOUNT ALRY,ED 27RIJ 1 E
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DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET (1 OF 2)
SHEET
IA
PE SEAL COVER SHEET (2 OF 2)
SHEET
2
DRAWING INDEX
SHEET
3
INSTALLATION NOTES AND SPECIFICATIONS
SHEET
4
TYPICAL SIDE AND END ELEVATIONS
SHEET
5
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
(BOX CAVE STRUCTURE)
SHEET
5A
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
(BOX EAVE STRUCTURE)
SHEET
5B
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
(BOX SAVE STRUCTURE)
SHEET
6
COLUMN CONNECTION DETAILS (BOX EAVE STRUCTURE)
SHEET
6A
COLUMN CONNECTION DETAILS (BOX EAVE STRUCTURE)
SHEET
7
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
<BOW EAVE STRUCTURE:
SHEET
7A
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
(BOW EAVE STRUCTURE:
SHEET
7➢
TYPICAL RAFTER/COLUMN FRAME AND SIDE FRAMING SECTION
(BOW EAVE STRUCTURE:
SHEET
8
COLUMN CUNNECTION DETAILS (BOW EAVE STRUCTURE)
SHEET
8A
COLUMN CONNECTION DETAILS (BOW EAVE STRUCTURE)
SHEET
9
BASE RAIL ANCHORAGE OPTIONS
SHEET
9A
ADDITIONAL BASE RAIL ANCHORAGE OPTION
SHEET
10
BOX EAVE RAFTER END WALL AND STDE WALL OPENINGS
SHEET
11
BOW LAVE RAFTER END WALL AND SIDE WALL OPENINGS
SHEET
12
CONNECTION DETAILS
SHEET
13
CONNECTION DETAILS
SHEET
14
BOX EAVE RAFTER LEAN—TO ❑PTIONS
SHEET
15
BOW CAVE RAFTER LEAN—TO OPTIONS
SHEET
16
VERTICAL ROOF/SIDING OPTION END AND SIDE ELEVATION AND SECTION
SHEET
17
SIDE WALL AND END WALL HEADER OPTIONS
SHEET
18
OPTIONAL BASE RAIL ON GRADE APPLICATION
SHELT
19
OPTIONAL BASE RAIL ON TIMBER BEAM
SHEET
20
❑?TIONAL BASE RAIL ON TIMBER BEAM
WITH SOIL NAIL
'�O
SHEET
21
OPTIONAL CONCRETE STRIP FOOTING
SuAA
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No 57170 '
= 9: :x`
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'<, *. A, G R 1 Q P:4`��
to fill NA11 E0Ca�.
This Item has been electronically signed and
sealed by Wane S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORE AND ASSOCIATES mum+ ar. LT P.O. BOX 1297,
ENGINEERING AND CONSULTING, INC. ncm= oy. PoH 3n'-0"x2( o� CLOSEti�su
ND SK-3 Kya e
INSTALLATION NOTES AND SPECIFICATIONS
I DESIGN IS FOR MAXIMUM 30-0' VIDE x 20-0' EAVE HEIGHT ENCLOSED STRUCTURES
2 DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE <FBC) GTH EDITION. 2018 NORTH CAROLINA BUILDING CODE.
2006 INTERNATIONAL BUILDING CUBE (IBC). 2009 IBC, 2012 IBC, 2015 IBC AND 201EI IBC
3 DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 15 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 30 PSF (1 26-0'), 35 PSF (26-0' ( W L. 30-0')
NOTE(UNBALANCED SNOW LOADS DUE 10 DRIFTING HAVE NUT BEEN EVALUATED)
4 3-SECOND GUST ULTIMATE WIND SPEED (Vou) = 105 TO 145 MPH (NOMINAL WIND SPEED = 82 TO 112 MPH):
5 MAXIMUM RAFTER/COLUMN AND END COLUMN SPACING = 50 FEET (UNLESS NOTED OTHERWISE)
6. END WALL COLUMNS (POSTS) ARE EQUIVALENT I❑ SIDE WALL POSTS IN SIZE AND SPACING (UNLESS NOTED OTHERWISE)
7. RISK CAIEGORY I
8. WIND EXPOSURE CATEGORY B.
9 SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' - 14 GAUGE TUBE STEEL (TS)
FRAMING MEMBERS (UNLESS NOTED OTHERWISE).
10 AVERAGE FASTENER SPACING CN-CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 8 INCHES
11 FASTENERS CONSIST OF I/4'x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL. SEAL WASHER WITH EXTERIOR FASTENERS
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS. AND ROOF SLOPES OF 14• (3,12 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY ROOF SLOPES LESS THAN 342 REQUIRE USE OF LAP JOINT SEALANT
12 GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN
13 STANDARD GROUND ANCHORS (SOIL NAILS) CONSIST OF e4 REBAR W/ WELDCD NUT x 36' LONG AND MAY BE USED IN SUITABLE SOILS
OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED
14 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY I
R= 325 It= 10
So,= 2039 g V= CSV
Sni= 1258 9
15 WINDOW AND DOOR DESIGN PRESSURES ARE APPLICABLE TO THE STATE OF FLORIDA ONLY
�`,`IIIE I ISI I1111„',,,
O�S1P�N OENISO�9F'G
No 57170
10'. STATE OF :U
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
MOORS AND ASSOCIATES I WAVN ll LT P O. BOX 1287,
MOUNT AIRY, NC 27030
ENGINEERING AND CONSULTING, INC. clEoan Dr. PAi 30'-n'x2W-0" FNCLOSED STRU(
BOX EAVE FRAME RAFTER STRUCTURE
3V-0' MPrIMYM RAFTER SPAN (V) I
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION
SCALE- NTS I SCALE- NITS
BOW EAVE FRAME RAFTER STRUCTURE
(339 PSP. -3115 PSP) � 1 Me PSP. -394 PSP)
I 30'-0' MARIMIA RNTER SPAN (V)
TYPICAL END ELEVATION ��Y
SCALE: NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION
SCALE NTS
111,
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No 57170
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Thisltem has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and data
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1297,
MOUNT AIRY. NC 27030
:Nf.
8
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE; NITS
SEE NOTES
6MEE1 3)
FOR MAXIMUM
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE: NITS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
21 GA GALVANIZED NETL Rout
AND WALL PM'ELS FASTENED TO
rS ROOT' ary T(+ RAFTERS AND
;; `POSTS
IS IN LAR f: L_�
3
COLUMN
IS BASE
<TYP )
26-0- <W { 30-0• MAXIMUM RACIER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NITS
S.
No 5717cc
Sir
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This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be Verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
SK-3 pew e
GA U-CMAMNEL
COLUMN
RCO RAFTER
12
1L��13
TS BASE RAIL- P'
...... tTTP) 4:
v S 26'-0' MPtIMP1 RPGIER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NTS
LENGTN VARIES OCPENOING W
NUMBER AND SPACING Eli' RPETERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS
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No 57170
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This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287.
MOUNT AIRY. NC 27030
29 GA GALVANIZED METAL RUY
AND VA
LL PANELS FASTENED TO
RAGTCRS AND PESTS
U-CNANNEL
TS PdrP RAFTER
12
=v3 A
rS BASE
(IYPI
V ( 26'-D' MAXIMUM RAr TER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NITS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NITS
J.
No 57170 '
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This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
IS ROGF RAFTER—,
C@RIc 0 J/16 12II-EE
RAFTER - 2/16 3F
a-
�. �.
mix
MINIMIM 6• LONG.
M{NIMUN IR GA.
CENNECTOR SLEEVE
SECURE VITIT 1a
V4'.3/a• SOF.s <TrPI
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Ti LACED CMUMR
I
TS CHDR➢
.,rvP
rr I
V-B•
BOX EAVE RAFTER/CORNER POST
- CONNECTION DETAIL
I } FOR HEIGHTS 16'-0' < TO K- 20'-0'
iCALL .NIS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BRACE
COLUMN
FASrCNEO
RAFTER,
AT EACH
2 1/2' t ENO
BRACE SECTION
SCALE. NITS
S �
No 57170
STATE OF ' 4tJ Z
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287.
MOUNT AIRY, NC 27030
^, _ ,
OS .nf
O NO,
12— 18166S/I
6 1
INS to SK-3
IS RWF PA:'rR rs Rllfl: ..-•CP
CCNNECip4 ]n' ]1 �/� : �V`2~ CC"ECTOR-\ J/161 3.
SLEEVE TO • �/1 J SLEEV[ TC
O f RAPIER
lY l }
LSECURE WITH ul YI {r Nr wn
rt♦ I f / / / (EACH EN sort j \ ~ / vv,i/.• s
(EACH END) i {j �` (EACH ENO,
AIL
' —18 CA U-CHANNEL BRACE "--18 GA D-CMANNEL BRACE
FASTENED TO THE COLUMN y / AND TO THE COLUMN
\� xl •_ �• AND RAFTER ( �+-� FASTENED RAFTER
�� : ��—•:H:MLM a' LONG. �...Y:NIgyN 6• LONG.
4 MINIM" 14 GA. / �' MINI" 14 GA.
CONNE[TOR SLEEVE I /� , CLLLNF.CTER SLEEVE
SECURE WITH (.) ry/.� SECURE WITH (41
r\}12 ,' 114 3/A' SOPS (rvm C 1/1',3/V SDF'S tTYP)
IS OMBLE ERUMN
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
lA FOR HEIGHTS 12'-0' < TO � 16'-0'
SCALE: NTS
x
All
�1
IS GA U-CHANNEL GRACE FASTENED
i 1 TB THE COLUMN AND PCOF RAFTER,
NN N (V V1',3H' SDCS AT EACH
2 I'_ END 16 PER BRACEI
BRACE SECTION
SCALE1 NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
is COLUMN
BOX EAVE RAFTER/CORNER POST
— CONNECTION DETAIL
1B l FOR HEIGHTS K. 12'-0'
SCALENITS
``yN E S 1OO,,
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No 57170
= 0: ; xz
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S,pNAI
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
6A
29 GA GALVMIZED MCTAL ROCf
ARO .ALL PAVELS rASXNED TO
RAFTERS MO POSTS
5 —TS TVV RAFTER
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TS BASE RAiI—„ iI
RIP,
V < 26--0' MA%IMVM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NTS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALEt NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE- NTS
440
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No 57170
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This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
to
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NITS
SEE NOTES
(SHEET m
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
rS RON, 1
IS COLLAR
COLUMN
29 GA GALVANIZED METAL ROOF
AN➢ VPLL PAWLS FASTENED TO
RAFTERS AND POSTS
Is BASE
(TYP)
26'-0' L V S 30'-0' MAXIMUM RAFTER
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE: NITS
S. J.
\CENS*-:9F •�
No 57170
0: :xz
�'. STATE OF :: 4U
��'�sS��NA� n `��`•
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verlfled on any eleamoic
copies.
P.O. BOX 1297,
MOUNT AIRY, NC 27030
7A lnvc, w SK-3
a CA GALVANIZED METAL RGOF 29 GA GALVANIZED METAL RODE
AND WALL. PANELS FASTENED TO AND WALL PANELS FASTENED TO
RAFTERS AND POSTS RAFTERS AND POSTS
IS 90W AAFIER-\
Tfl� ; 3 IS BOW RAFTER IS nn LA4 T i I
BA
s t
�V
ID GA U-CHANNEL � i_'%'"""""'{ � )i --'-
COLUMN (TIP) li xl Ip—Ts COLUMN QrP)
15 BASE 'AIL I I I ,rT�t�J IS RASE RAIL
(IVP) A 1 /T'f (TIP)
MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE1 NITS
LENGTH WARNED DEPENDING ON
NUMBER AND SPACIK. DF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE PITS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL RAFTER/COLUMN FRAME SECTION
SCALE NTS
No 57170
0: STATE OF :AM
�tUAM
AA
0-`�
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
713 jmrG. b SK-3
TS ROW
WITH (4)
1/M'.3/4• SOPS
(EPLH 0,11))
VITN on
' ter,'s'L
f/ la LA V-[HPYHEL BR,cS
T'L FASWe TO THE COCCwn
RHp RAFTER
tA,
:1
--—TS LADED COLUMN
I I'
I 1• u•
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
FOR HEIGHTS W-0' < TO K. 20'-0'
�I � cr.nle nix
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BRACE SECTION
SCALE: NITS
,lita t t n u+'ii
.. C E N SF.'
No 57170
=0 STATE OF ' IIJ
11111111
,O N A;
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NEC 27030
11
TS BOW
SECURE WITH 44-
1/4'x3/4' STIF'S
tEACM END)
2 �l
MINIMUM B' LONG. —
MINIINN 14 GA,
CONNECTOR SLEEVE
SECURE WITH t8H
1/1'a]/P S➢CS
•--IB GA U-CHANNEL BRACE
FASTENE➢ To THE COLUMN
AND RAFTER
TS DUUBLE COLUMN
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
C IA FOR HEIGHTS 12'-0' < TO i 16'-0'
/ SCALE, NTS
IB T U-DO NNEL BRROD FASTENED
Tn ME) 114'x ANO ROOF AT TEREACH
WITH (U R 1IR /M' S➢F5 AT EACH
—2 VT END to RER 6RPCEo
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TS BOW RAF*ER—\
SECURE WITH CAS
I14'd/1' SOPS
VFACH END)
ta
le
H
\
—F THE BRACE
ED TO
FASTENED TO THE COLUMN
FASTENED
AND RAFTER
/ y^
-TS COLUMN
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
/ FOR HEIGHTS S 12'-0'
SCALE NT$
ti�i
No 57170
:Irz
33% STATE OF :�417OR CD.
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This item has been electroNwlly signed and
sealed by Wane S. Moore, PE
using a Digital Signature and date.
Printed copies of this document are nut
considered signed and sealed and the
Signature must be verified on any electronic
copies.
P.O. BOX 1297,
MOUNT AIRY. NC 27030
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2'x6 3/4' INSTALL 1/2'x6 3/4'
EXPANSION ANCHOR EXPANSION ANCHOR
THROUGH BASE RAIL THROUGH BASE RAIL
—VVF OR FIBERGLASS �l WITHIN 6' OF EACH WWF OR FIBERGLASS FIBERS WITHIN 6' OF EACH
FIBERS �/
COLUMN (ALSO / COLUMN. (ALSO
J' APPLICABLE TO END ,A. 1 APPLICABLE i0 END N,
J. WALLS) idi /J WALLS> w
>1 fl 7
_ h
r� 4i / , HAi' � Q�� a A" .•o- _.�', 4 GRADE �.
c.iz
MINIMUM 3 1/4' t �.E i MINIMUM 3 1/4- •+ j , i
EMBEDMENT -- ! in EMBEDMENI
(TYP) -- < .�. (TYP)
MONOLITHIC CONCRETE FOOTING '�!! I!I—��� MONOLITHIC CONCRETE FOOi1NG-J
(3000 PSI MIN) REINFORCED �� - - I (3000 PSI MIN) REINFORCED
WITH (2)-04'5 CONTINUOUS _ O VARIES WITH (2) k4's CONTINUOUS I'-0' VARIES
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
2 1 BASE RAIL ANCHORAGE i 2A RAIL ANCHORAGE
SCALE: NTS \ SCALE N1'S
C MINIMUM ANCHOR EDGE DISTANCE IS 4' MINIMUM ANCHOR EDGE DISTANCE IS 4'
- x COORDINATE WITH LOCAL CODES/ORD. x COORDINATE WITH LOCAL COUES/URD
GENERAL NOTES 2' WASHERS ti DRILL 5/8' DIAMETER HOLE
TOP OF ASPHALT \I THROUGH THE BASE RAIL AND
NOTE CONCRETE MONOLITHIC SLAB DESIGN BASSO ON MINIMUM �i- SECURE TO ANCHOR EYE WITH
SOIL BEARING CAPACITY OF 1500 PSF PAVEMENT OR `1- 1/2' DIAMETER THROUGH BOLT
CONCRETE, GROUND SURFACE A1
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE.
STRENGTH OF 3.000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEELF
FOR FOUNDATIONS. MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-318:
3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TD THE
LARfH OR WEATHER, AND 1 1/2' ELSEWHERE
REINFORCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM. A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
1 REINFORCEMENT IS BENT COLD
2 THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAP, DIAMETERS
3 RFINFORCEMF.NT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SAN➢S. COARSE GRAVEL
AND COBBLES, CAL[CHE. PRCLOADED SILTS AND CLAYS, USE
MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FOR LOUSE TO MEDIUM DENSE SANDS. FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL. USE MINIMUM (2) 6' HELICES WITH MINIMUM
50' EMBEDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS. FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60' EMBEDMENT
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
w
IS CONTINUOUS BASE RAIL GROUND BASE
iT
p HELIX ANCHORAGE
I` SCALE NTS
HELIX EYE ANCHOR-
\4 ,,� (CAN BE USED FOR ASPHALT)
/// ''F(r�- "`
(SEE NOTES BE LOW)
ENS�.9�'.�/
No 57170
�'. STATE OF :
SS1�NAT %%
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electroolc
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
0'-0'4 0'- " N LOS QT U17,70RE
UB ND 180M
t 2-14-PB SCALE HTS 1,'o L
9 Inr. w SK-3 , 0
ADDITIONAL BASE RAIL ANCHORAGE OPTION
Lq 1
EDGE OF
I CONCRETE
r l
TS BASE RAIL
TS BASE RAIL.
EXTENSION � ^
z
`7 a £
:A Ia
TS COLUMN
(LEG)
TYPICAL ANCHOR DETAIL WHEN BASE
RAIL IS NEAR EDGE OF CONCRETE
SCALE. NTS
-BRILL 5/8' DIAMETER
HOLE THROUGH THE BASE
RAIL RE SECUTO
V ANCHOR EYE CURE I/2'
DIAMETER THROUGH BOLT
-� \ 1 1/2' WASHERS --
I ,-TOP OF ASPHALT
II
IS CONTINUOUS
BASE RAIL
1— ,
C2C � ASPHALT BASE ANCHORAGE
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
112.0 EXPANSION
ANCHOR
EDGE OF
CONCRETE
SECTION
"SCALE NTg VSK-9 -
`"1111111111111
``%%%-4NE S.
No 57170
O'. STATE OF :�41
p�'rfills
, �C%%Is
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be Verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
0
BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALES NTS
TYPICAL BOX EAVE RAFTER
SIDE WALL OPENINGS FRAMING SECTION
SCALE1 NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: NTS
`%%%%-4
���P.•�OENg' .9� ��
No 57170
*: :*
�'. STATE OF :�4U
`�
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
BOW EAVE RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES
(SnEET 3)
FOR nAXJ.uN
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE! NITS _
TYPICAL BOX EAVE RAFTER
SIDE WALL OPENINGS FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: NTS
`%t%J111111111,
%%%� �N�-- S
No 5717IZZ
�. STATE OF 'iiJ
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not '
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC.27030
,IM M3 loom
m SK-3
CONNECTION DETAILS
LACED COLUMN
COLUMN
W u
MINIMI LONG
i
MINIMUM 6' LBNG. '
LON CLINNECTOR ' 3/16 (
MINIMUM 19
L6YNECICR SLEEVE
( MINIMUM 6'
3/15
'',
fs
MINIMUM 1/
CONNECTOR SLEEVE SLEEVE TO ^--
\
f
'
1 SECUREVIIH (U CDIRECTOR�� SAS
IN
CBNNICIER SLEEVE
cc
�)
iS
}t\
Y
SECURE WITH A, 6T PrRA1L ]/16
Ir
I
V4'x]/1' SOPS BASE SLEEVE To ]/16
/
\
1
I 5/aC :]i� 0(Ty
]/16
IH'x3/4' SBF's i
j{
ILy,LL_i
(T yp T /
+1
IS u1NTlN1.'Iui t{.
9A1F RA II
t
DD(j IS CCrvrtLOUS
BASE RAIL
( '
POST/BASE RAIL
�J 3 CONNECTION DETAIL
SCALE. NTS
TS ROOF RAFTER
TS LACED
(CORNER)
r— POST/BASE RAIL
3A� CONNECTION DETAIL
SCALE1 NTS
POST/BASE RAIL
3 B CONNECTION DETAIL
SCALE- NTS
IS DOUBLE COLUMN
(CORNER)
SECURE V1iH tNl 7 MINIMUM 6• LONG. MINIMUM
1/1 x3H• SOF'S j 14 OA CONECTOR SLEEVE
'�%•� !'il CLNNECI OR 4. 3/16 �1 CONVECTOR )/16; i SECURE VfiN U) I/Y.]H'
SLEEvr i0 /' 1 """ T/2'x2' SLEEVE TO� i $CF'1
S 6A CLIP AFTER
I '\ BASE RML/ 3/16 BASE MAIL )/I6 1 1 1/2•xl 1/2•x2' 16 LA
6 / SECURE in RAFTER CLIP ANGLE SECURE i0
],'r2•.$' 16 GA ANGLE S{{ CELUN AND BASE p RAFTER CO(.IIMN AND
CLIP SECURE r0 COLUMN RADIUM VITM (4) BASE RAIL WITH tU
ANB RAFTER VITH I/9'x3/4' SOPS 1/1'xa/4' SDF•S
vM':3/4' IDPS 2 ON 4 { T
± TOP AID a ON SIDE
. i \-TS ENB COLUMN M�.
�_
END COLUMN/RAFTER TS CONTINUOUS BASE RAIL IS CENTIV OUS BASE RAIL
4 1CONNECTION DETAIL END COLUMN/BASE RAIL — , END COLUMN/BASE RAIL
` SCALE- NTS ( 5 \ CONNECTION DETAIL / 5A \ CONNECTION DETAIL
•.._� �t / SCALE: NITS ) SCA1..Ej NTS
IS COLUMN 4CURNLR) MINIMUM 6' LONG.
NIEC C 19
i ENC7CR SLEEVE
S
\1 ENRE VfTM 141
U4 La SDC"
CONNECTOR-`. ].46 1 I/z 1 1 2 x2' 16 GA
SLECVE To CLIP ANGLE SECURE TO
BLS[ RAIL AJ/I6 /' RAFTER COLUMN AND
L RASE RAIL WITHu) `,I,IIIIIIIpI/I7
%% lNE S. y�0 ���.
y�I 'M A v�GEN3F 9F•
`1-IS CONTINUOUS BASE RAIL 1.
No 57170
END COLUMN/BASE RAIL t; ;*
SB CONNECTION DETAIL _ * M1
_ "SCALE: NTS
9STATE OF IJJ�
v " IS COLUMN \
UR END COLUMN
P,:rr��\\
x2'z2' 16 GA NRCLE CLIP 'I �� -•• O R `.• V \\\
SECURE TO COLUMN LNO \\
I EITHER TOP DF HEADER, OR .SRONALE��
1 00u1
G ::aV:NBSDi sAlt 7j1N 11111111�,
"'T"" """-""""" """""""'•""' This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
1 Ar. OR using a Digital Signature and date.
J/— WINDOV RAIL
COLUMN OR WINDOW RAIL/ Printed copies of this document are not
considered signed and sealed and the
WALL GIRT TO POST Signature must be Verified on any electronic
l�
6� CONNECTION DETAIL copies.
(\ °. A1.E' NTS
MOORE AND ASSOCIATES NAVIN BY, LT P.O. Box 1287.
ENGINEERING AND CONSULTING, INC. avxm an Pw Ta-D°xzMo�� CLosspyIR�c
>e
IS TRUSSED RKYER
OR NON-STRUCTURB.
IS END COLUMN -
lip DEER VNUUIv
GNAK POST
IS HEADER, BASE
RAu, nR wxnnv
RAIL
CONNECTION DETAILS
Is GA ANGLE CLIP
0 COLUMN (EACH
RAFTER
AIL WITH 1/1'a3/1'
IN BOTTOM AND 2
NOIE� AT RCLL-UP DOOR
OPENINGS, COLUMN SHOULD
RE RUSH VITH RAIL END
CLIP CULMN to RAIL ONLY
DN SIDE OPPOSITE THE
OPENING
COLUMN TO HEADER, BASE RAIL, OR
-7 \ WINDOW RAIL CONNECTION DETAIL
l 1 SCALF..�. NITS
CONNECTOR \ 3/16
SLEEVE ID
HEADER 3/16
IS COLUMN
dF[Nu- 6 LONG.
AINIMUM II GA I
LLEEVE SLCURE N
H) IH x3/< ..OF'
COLUMN/DOUBLE HEADER
9 CONNECTION DETAIL
I\ SCALE NTS
-IS COLLAR TIE
-IS ROOF RAFTER
COLLAR TIE
12 \ CONNECTION DETAIL
SCALE. NTS
IS TRUSSED RAFTER "—Rn
OR MIN -STRUCTURAL L 'IEADCR
IS END COLUMN -
UR DWR WINDOW
FRAME POST
TS HEADER, 3t1ti
RAIL, OR Vi%n1V
RAIL.
COLUMN TO HEADER
— OR BASE RAIL
14 CONNECTION DETAIL
1 SCALE: NTS
DOUBLE HEADER/COLUMN
S CONNECTION DETAIL
/ SCA0 NTS
IS ROOF RAFTER -1S RODE RAFTER
t /
f,
IB GA U"CMANHCL 3/16
All ACH CR I-ARRAFTER
TIE COLOR ilF. IS CNORp
TO REOF RAF iER VRN l/15I t
SO S OFACH
SOE'T (EACH ENO)
COLLAR TIE RAFTER TO CHORD
C 10 CONNECTION DETAIL / 11 CONNECTION DETAIL
SCALE: NTS SC -LE: NITS
IS COLUMN
CONr%LJnUS BASE RAIL
- COLUMN/BASE RAIL
\ CONNECTION DETAIL
13 / SCALENTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
A �6ENg�.9�N
No 57170
�'. STATE OFOR k
S ONA� E%C��.
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
w SK-3
BOX EAVE RAFTER LEAN-TO OPTIONS
TYPICAL BOX EAVE RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE NTS
MAXIMUM WIDTH OF SINGLE MEMBER CRAFTER) ROOF EXTENSION LEAN-TO IS 12'-0'
MAX MUM WDTH OF DOUBLE MEMBER RAFTER ROOF F.%TENSION LEAN-TO IS 16'-0'.
FOR SHARED COI.UMN HEIGHTS REFERENCE RAFTER COLUMN CONNECTION DETAILS FOR APPROPRIATE COLUMN HEIGHT
AND TUBING SPECIFICATIONS
12' LONG CONNECTOR SLEEVE
1• GA SECURE RAFTER TO
CONNECTOR SLEEVE WITH
(B) 1/T1_/1' Mr'S
t-IS "DOILE
EYTENSW.
RAFTER
2'x2'x2' Ix 6A ANGLE CLIP-- '
SECURE TU COLITHN AND 1
RAFTER CHORE/RAIL VRN
H'M]N' SSW's 2 ON I
BOTTM AND 2 ON SIDE 1
TS R06 DA TCP
MAIN aU1LCING IS nor RAFTER -
mi. BUILDING
12' LONG CONNECTOR SLEEVE
14 GA SECURE OTTER TO
CURINECTOR SLEEVE WITH
LIT 'CONNECTOR SL-- `-�-`t •ice �_ ]/I61
SLEEVEFTEy- l i ]/U61i
6I , \ TO RAR
ON 6' LONG. MINIMUM 14 GA.
'-IS EYIEH%TO' - +�M G.
120MECTGR SLEEVE Ro%LER 11 CBM
(E COLUMN TO SECU1t CC(t
E[TOR SLEEVE WITH '- i CONNECTOR
I4'M3H' SBF'S NIPPLE ` 2116 ` tU 1/a'x3/
to Rai.. -
(TIP) 3INC J f '--TS COLUMN
COLUMN
SIDE EXTENSION RAFTER/
COLUMN DETAIL FOR RAFTER
C 14 SPANS 12'-0' < TO K. 16'-0'
'SALF NTS
2'x2'x2- IN CA ANGLE
CLIP SECURE TO .IX1RM
'
IT.
(u 1/Px]H' SDF'S
-TS DOUBLE
f LEAN-TO RA'T
S CILUh
LEAN—TO RAFTER
TO RAFTER POST
CONNECTION DETAIL
FOR WIDTHS
C`15 12'-0' < TO S 16'-0'
SCAt.E NTC
WITH
SIDE EXTENSION RAFTER/
COLUMN DETAIL FOR
(14A RAFTER SPANS 12'-0'
\ SCALE- NITS
2'x2'x2' 16 CA ANGLE
/ CLIP SFICURE in f.IIaRW
VOH (u I/M'nn/1' SOP
1i rIS LEAN-TO
g RAFTER
COLONY
LEAN-TO RAFTER
TO RAFTER POST
CONNECTION DETAIL
% A C="A � FOR WIDTHS 1 12'-0'
�av rT� SCALE %r'S
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
`11\111111//I//
�J� �r1E S. MHO
'NA GENS •9�4i
No 57170
�9 • STATE OF Q'
i
"'<�%�40Rk�P•:N���
iA' �� %
O
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
TYPICAL BOW EAVE RAFTER LEAN-TO OPTIONS FRAMING
MAXIMUM WIDTH OF SINGLE MEMBER (RAFTER) ROOF EXTENSION LEAN-TO IS 12'-0'
MAX MUM WIDTH OF DOUBLE MEMBER RAFTER ROOF EXTENSION LEAN-TO IS
FOR SHARED COLUMN HEIGHTS REFERENCE RAT rCR COLUMN CONNECTION DETAILS FOR APPROPRIATE COLtIMN HFIGHT
AND TUBING SPECIFICATIONS
r-2'.2'.2' 16 GA mGIC CLIP
SECURE TO MUNN WITH (R)
1/e'0/4• SCr'S
— IS BIBLE
LEAN-TO RWTER
3..12
CnLUMN
LEAN-TO RAFTER TO
RAFTER POST CONNECTION
DETAIL FOR WIDTHS
I6 12'-0' < TO S 16'-0'
SCALE NTS
2'.2'.2' 16 CA PNGLE CLIP
SECURE TO CEL4H WITH W
1/4'.3u' SE'S
—TS LEAN-TO
QAI'TER
caLulw L_1
LEAN-TO RAFTER
TO RAFTER POST
CONNECTION DETAIL
FOR WIDTHS S 12'-^'
�I6A)
/ SCALE N1S
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
NAS S"Mo ** oro i
CENS�.
No 57170
'0'. STATE OF : 1/
O''I'.S,ONA�
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date. ,
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
BOX EAVE RAFTER VERTICAL ROOPSIDING OPTION
TYPICAL END ELEVATION
VERTICAL ROOF/SIDING
SCALE NTS
29 CA GALVANIZED METAL ROOF
AM. VALE. PANELS FASTENED TO
MAT CHANNELS
IS GIRT
TYPICAL SECTION
VERTICAL ROOF/SIDING OPTION
SCALE, NTS
1125—I8 GAuGE HAT CHANNEL PVRLIN
SPACED AT VC- OC (MAX) AND FASTENED
TO EACH RATTER WITH r2) )14.0/4' S➢PS
TYPICAL FRAMING SECTION
VERTICAL ROOF/SIDING OPTION
SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION
VERTICAL ROOF/SIDING
SCALE NTS
PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF
SCALE NTS
PANELS)
NG
` C,,GENg�.9�.�
No 57170
O: STATE OF :4
:k.
AT
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
cons!dered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
16 II)V% fo
SIDE WALL HEADER OPTIONS
—TS HEADER
T.m ... (TYP.)
,—IS CHURD01 OC
t V-8' UC (TYP)
i
3/1TYP
3/16
LACED HEADER DETAIL FOR DOOR
OPENINGS 12'-0' < LENGTH < 20'-0'
SCALE: NTS
/—TS HEADER
SINGLE HEADER DETAIL FOR
DOOR OPENINGS LENGTH S 7'-0'
SCALE: NTS
-TS HEADER (TYP)
r
DOUBLE HEADER DETAIL FOR DOOR
OPENINGS 7'-0' < LENGTH S 12'-0'
SCALE:. NTS
END WALL HEADER OPTIONS
TS HEADER
SINGLE HEADER DETAIL FOR
DOOR OPENINGS LENGTH i 12'-0'
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
�`�` �P'' �'� C E N SF' 9F •���
No 57170
= 0: :xz
00'.. STATE OF .:It/
NA1
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital 5ignature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1267,
MOUNT AIRY, NC 27030
OPTIONAL BASE RAIL ON GRADE APPLICATION
--SRI NAIL
Oa' LENa1N
TrP)
SECTION 2
SCALE: SITS I<
-t8
BASE RAIL
a
SCALE: NITS
R HELIX ANCHOR
SIDE MAXIMUM SPACING
LENGTH
VARIES 10'-0' (EVERY OTHER POST)
MOORE AND ASSOCIATES I
ENGINEERING AND CONSULTING, INC.
RAFTER POST
BASE RAIL
SECTION (`-t"�
A40
0
,,,,
ENS�
No 57170
9 STATE OF •4/�
�0 A,
jP
This item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and data
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
'f U4,
AUGER
ANCHpR
STYP)
OPTIONAL BASE RAIL ON TIMBER BEAM
LENGTH VARIES
SECTION
SCALE: PITS SK-19
MINER
5E AND
SE RAIL
SCALE: NTS
HELIX ANCHOR —!
SIDE
LENGTH MAXIMUM SPACING
VARIES I ID'—D' ;EVERY OTHER POST)
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
MBER
BASE
RAFTER POST
BASE RAIL
LT
BASE
54 C6 S N_ 9
SCALES ii6 K-19
yNs S1gA4OO,,,,
.; \GENS*
No 57170 '
= 0: :Iz
O. STATE OF :14t�/`
R
t E�
ONAIt � 1���
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
AID rn
19 iovc, w SK-3 pew a
OPTIONAL BASE RAIL ON TIMBER BEAM WITH SOIL NAIL
�TS BASE RAIL TS RAr TER
POST (TYP)
•Ars
ID
lPAB{
�Tf-ii
:ii=1.-'IIm.Y
L�1.=R
I
'i
V
(ae' LEMBTM
(36' EIdi
BASE I
DASE
PI
l elER
✓ NILER
i
InnCUOR
(TYP)
SECTIONQ
SCALE: NTS K-20
IMSER
ASE me
ASE RAIL
SCALE: NTS -.
I HELIX ANCHOR _
SIDE MAXIMUM SPACING
I LENGTH
VARIES 1 10-0' ',EVERY OTHER POST)
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
RArTER POST
BASE PALL
SECTION t
SCALE+ NTS K-2
``t%111111111I///
.``� 4NAs S. MOo ///.
No 57170
O.
STATE OF :41
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
P.O. BOX 1287,
MOUNT AIRY. NC 27030
F0CITING
r AND BASE
OPTIONAL CONCRETE STRIP FOOTING
t ➢aI1NO
AND BASE
_
Y
i
I
4t
4.
I
it
i
I
>
u'
/2.0 EXPANSION
ANCHOR (TYPI
yl
I
a
!�
.TS BASE RAIL
(rry I
IS RAFTER
II
MST (IYP)
'\—TC
I
stave
2IRIP
E
P "DoFOOT
(30W PSI MINI
h
I:
1—
:a POST
NAIL
BE Ito
1/2'•6 2/4' EXPANSION ANCHOR
BASE RAIL WITHIN 6' Or EACH
MINIMOM a t/•' EMBEDMENT (TTR)
SECTIONNI~�
SCRLE� NITS "K �21'
i COORDINATE WITH LOCAL CO➢ES/OR➢
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
This Item has been electronically signed and
sealed by Wayne S. Moore, PE.
using a Digital Signature and date.
Printed copies of this document are not
considered signed and sealed and the
slgnature must be verlfled on any electronic
oples.
P.O. BOX 1287,
MOUNT AIRY, NC 27030
10 SK-3 PEV; a
�'
Iva
A
p�
yyp v
M v Sr •.•�
s
y%wpn�4°
er4°,e n°R�ahw�¢°.a`w
. �
u
C
� 4 ° e.9 •�° °Fv° • u v bA^e v°�° S eb, . iiv4v .p rBF .
' o A* a
T44Wide(2530'Wlde)
"30'W%41'GX14'H _
VIEW FOR EACH SIDE
To whom it may concern,
The structure that is proposed for 225 Bridlewood Way, Fort Pierce,
FI will be 30'W x 411 x 14' H. The details for construction are found in the
engineer package named 30 x 20 meaning a maximum of 30' wide and 20'
high. In addition, we will be anchoring per sheet 9A (Typical Anchor Detail
When Base Rail Is Near Edge Of Concrete). For any questions or concerns
please contact me at 877-272-8276 Ext: 122
Kind regards,
Frances Garcia
l
-J
APPROVAL SPECIFICATION SHEET
51842 8 Florida Adminstrative Code 98-72, please provide product numbers as applicable to project. Product suppliers should
irchased items.
Manufacturer I Product Description I Design Pressure +I- I Wind Dome Debris Protection — I Aooroval Numbedsl
lemonstrate product approval at plan review. I understand that at the time of inspection of these
must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance
ras tested and certified to comply with, 3) copy of the applicable manufacturers installation
] these products may have to be removed if approval cannot be demonstrated during inspection.
id bome debris protection for glaz!#g. Windporne Debris Region 140mph and greater.
20
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statue 553.842 & Florida Adminstrative Code 913-72, please provide product numbers as applicable to project. Pr
provide approval m Imhar fnr nurrh... A ffnmc
Cate o /Subcate o
Manufacturer
Product Description
Design Pressure +/-
Wind Borne Debris Protection
3. PANEL WALL
A. SIDING
B. SOFFITS
C. EIFS
D. STOREFRONTS
E. CURTAIN WALLS
F. WALL LOUVER
G. GLASS BLOCK
H. MEMBRANE
1. GREENHOUSE
J. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
B. UNDERLAYMENTS
C. ROOFING FASTENERS
D. METAL ROOFING
E. WOOD SHINGLES
F. ROOFING TILES
G. ROOFING INSULATION
H. WATERPROOFING
1. BUILT UP ROOFING
J. MODIFIED BITUMEN
K. SINGLE PLY ROOF
L. ROOFING SLATE
M. CEMENTS -ADHESIVES
N. LIQUID APPLIED
ROOF SYSTEMS
O. ROOF TILE ADHESIVE
P. SPRAY APPLIED
POLYURETHANE ROOF
Q. OTHER
t he products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these
products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance
characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation
requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
..ti
APPROVAL SPECIFICATION SHEET
63,842 & Florida Adminstrative Code 98-72, please provide product numbers as applicable to project. Product suppliers should
irchased items.
Wind Borne
emonsbate product approval at plan review. I understand that at the time of inspection of these
must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance
as tested and certified to comply with, 3) copy of the applicable manufacturers installation
I these products may have to be removed if approval cannot be demonstrated during inspection.
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